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Fuel tanks are designed with regard to standard loads and operating conditions. The investigations of the paper show the impact of such factors as tank corrosion and other means on variation of stress fields and deformation of the underground horizontal tank shell. Introduction of probabilistic methods allows for structural reliability assessment. While the computational time of the entire tank FEM model is high the preliminary analysis is restricted to structural part only. The analysis makes it possible to optimize the structure with regard to construction costs.
Rocznik
Tom
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art. no. e144588
Opis fizyczny
Bibliogr. 17 poz., rys., tab.
Twórcy
autor
- Faculty of Civil and Environmental Engineering, Gdańsk University of Technology, Poland
- KB Pomorze, Gdańsk, Poland
autor
- Faculty of Civil and Environmental Engineering, Gdańsk University of Technology, Poland
autor
- Faculty of Civil and Environmental Engineering, Gdańsk University of Technology, Poland
Bibliografia
- [1] Directive 2014/68/EU of the European Parliament and of the Council of 15 May 2014 on the harmonisation of the laws of the Member States relating to the making available on the market of pressure equipment.
- [2] Non-flame-heated pressure tanks Part 3. Design, EN 13445-3.
- [3] Eurocode – Fundamentals of structural design, EN 1990.
- [4] Eurocode 3 – Design of steel structures part 4-2. Tanks, EN 1993-6.
- [5] M. Kamiński and P. Świta, “Structural stability and reliability of the underground steel tanks with the Stochastic Finite Element Method,” Arch. Civil Mech.l Eng., vol. 15, pp. 593–602, 2015, doi: 10.1016/j.acme.2014.04.010.
- [6] E. Azzuni and S. Guzey, “Comparison of the shell design methods for cylindrical liquid storage tanks,” Eng. Struct., vol. 101, pp. 621–630, 2015, doi: 10.1016/j.engstruct.2015.07.050.
- [7] K. Rasiulis, A. Šapalas, R. Vadlūga, and M. Samofalov, “Stress/strain state investigations for extreme points of thin wall cylindrical tanks,” J. Constr. Steel. Res., vol. 62, pp. 1232–1237, 2006, doi: 10.1016/j.jcsr.2006.04.016.
- [8] P.M. Lewiński, “Accuracy assessment of linear elasticity solution for interaction of cylindrical tank with subsoil” Bull. Polish Acad. Sci. Tech. Sci., vol. 69, no. 1 p. e136039, 2021, doi: 10.24425/bpasts.2021.136039.
- [9] M. Aldosary, J. Wang, and C. Li, “Structural reliability and stochastic finite element methods: State-of-the-art review and evidence-based comparison,” Eng. Comput., vol. 35, pp. 2165–2214, 2018, doi: 10.1108/EC-04-2018-0157.
- [10] J.M. Rotter, “Shell buckling design and assessment and the LBAMNA methodology,” Stahlbau, vol. 80, no. 11, pp. 791–803, 2011, doi: 10.1002/stab.201101491.
- [11] J. Górski, T. Mikulski, M. Oziębło, and K. Winkelman, “Effect of geometric imperfections on aluminium silo capacities,” Stahlbau, vol. 84, no. 1, pp. 52–57, 2015, doi: 10.1002/stab.201510224.
- [12] W. Geary and J. Hobbs, “Catastrophic failure of a carbon steel storage tank due to internal corrosion,” Case Stud. Eng. Fail. Anal., vol. 1, pp. 257–264, 2013, doi: 1016/j.csefa.2013.09.002.
- [13] R.E. Melchers, “Estimating uncertainty in maximum pit depth from limited observational data,” Corros. Eng. Sci. Technol., vol. 45, no 3, pp. 240–248, 2010, doi: 10.1179/147842209X12489567719581.
- [14] M. Smith, ABAQUS/Standard User’s Manual, Version 6.9, Dassault Systèmes Simulia Corp, Providence, RI 2009.
- [15] L. Czarnecki and D. Van Gemert, “Innovation in construction materials engineering versus sustainable development,” Bull. Polish Acad. Sci. Tech. Sci., vol. 65, no. 6, pp. 765–771, 2017, doi: 10.1515/bpasts-2017-0083.
- [16] A. Biegus, Probabilistic analysis of steel structures, Warszawa, Wrocław: Scientific Publisher PWN 1999 (in Polish).
- [17] W. Buczkowski, A. Szymczak-Graczyk, and Z.Walczak, “Experimental validation of numerical static calculations for a monolithic rectangular tank with walls of trapezoidal cross-section,” Bull. Polish Acad. Sci. Tech. Sci., vol. 65, no. 6, pp. 799–804, 2017, doi: 10.1515/bpasts-2017-0088.
Uwagi
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).
Typ dokumentu
Bibliografia
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bwmeta1.element.baztech-ad9e792b-0887-4616-a1f1-f088d2f76c22